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Tender Value
Refer Docs
EMD Value
₹23,960
Closing Date
15 Jun 2026, 6:00 pm
EXECUTIVE ENGINEER ( C ), TIRUNELVELI.
Executive Engineer(C), Civil Division,Vth Floor PGM Office Building,Vannarpettai, Tirunelveli
Providing Foundation and Erection of the 40m Ground based tower Gopalpur Type and Construction of BTS plinth at Paloor, Nagercoil BA
2026_BSNL_279335_1
NIT No.01/BSNL/CD/TVL/2026-27
Open Tender
Civil Works
90 days
TIRUNELVELI
Please refer tender document
3 documents required · 3 mandatory
₹590
AO (Cash) O/o PGM, BSNL, Tirunelveli
₹23,960
1 Jun 2026
1 Jun 2026
17 Jun 2026
1 Jun 2026
15 Jun 2026
1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. | |||||
| 1.01 | All kinds of soil | 109 | Cum | 177.5 | ₹19,347.5 |
| 2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge. | |||||
| 2.01 | Ordinary rock | 22 | Cum | 498.9 | ₹10,975.8 |
| 3Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 3.01 | All kinds of soil. | 12 | Cum | 260.3 | ₹3,123.6 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 131 | Cum | 196 | ₹25,676 |
| 5Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. | |||||
| 5.01 | All kinds of soil | 44 | Cum | 126.8 | ₹5,579.2 |
| 5.02 | Ordinary or hard rock. | 26 | Cum | 227.4 | ₹5,912.4 |
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